7887 Wheat Stone Dr - Laserfiche WebLink

Browse Search

)ocuSign Envelope ID: 8F9375B4-3CE8-449F-93B2-A45E8DE771E0 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D D ° D ° EXISTING FOUNDATION. p n I ° 0 • D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDC STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVET FLUSH w/ 3000psi CONCRETE. 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH - - a, ] - 0 - - -° - - - - - -- (MAX 20" q d a ° I '8- .. DEEP) ° ° a d ° d 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER C4`�__ EARING CURB STEF SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -4 -°-- - 9 ----, --Q - -a a \\ill 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 1 L - CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN -NO.5 BAR BEND 90 DEGREE TYPICAL STEP IN FOOTING DETAIL, CMU STE 8" CMU CHAIR BLOCK CONTINUOUS TO EXTE INTO MONOLITHIC THIC --- <° 4 a <a -�- LOCATE VrR-% REINFORCEMENT IN LAST STEMWALL CELL i�L•7�L•>t�rr:ir.� MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF _� ° OR FIBER MESH -I' po- - <I•° ° #4 OR #5 S ° REINFORCING PER ° 1 ° MONOLITHIC FOOTING ° ° d SECTION d a FOOTING TO BEAR ON FIRM ° ° d -A--UNDISTURBED SOIL ° d - ° XS/ • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH - 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. - --- --- co Lu O / H U VAPOR BARRIER �� uJ / #4 OR #5 VERT REINFORCING /\ /\\//X1 ` UP TO 3 COURSES: 72" O.C. //\\/ 4 TO 5 COURSES: 48" O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 . //�\ /\' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT - 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SS HOULD BE EXERCISED BY CONTRACTOR WHEN BACK OR WHEN BACKFILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ___0'-0" A. F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 v J (1) #4 OR #5 WWF OR FIBERMESH > Q Q CONT uJUj w FINISH 0 GRADE / \ \\/\ �//�/ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. I \/\\ 4 TO 5 COURSES: 48" O.C. \/� i � I FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO - - 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT t C�-�EMWALL CURB SECTION . SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. VARIES PER 36" MAX ARCH PLANS 12" MIN Y` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE 3 %" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER / FOOTING TO BEAR ON FIRM d' • UNDISTURBED SOIL b 12" UNDER 1 STORY WALL vV% (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAl6 W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 VNWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, E O ALL OTHER EXTERIOR WALL 04 U \/x\\\\/ p ° CLADDING - MIN 8", U.N.O. ON ARCH VAPOR BARRIER - \/\\ �\� O \//\a e\� 12" MIN\\/\\/\\/\� APEX C 00 0 FOOTING TO BEAR ON \ �\ / a)a� FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ U_ (2) #5 OR (3) #4 CONTINUOUStds W J ,•p 1 MONOLITHIC FOOTING SECTION j true design studios (D CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. C FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY < SUITE 100, JACKSONVILLE, FL 32211 cn PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. t 0 O f't,3 CONCRETE SLAB w/ 6x6 O D (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR CA FIBERMESH W F- 0 cn UIROH0190N a d _ j\\ �\LULJ / 16" VAPOR BARRIER O C< 3 BEARING WALL FOOTING SECTION } z W CONCRETE SLAB W/ 6x6 (9 W1.4 x W1.4 WWF OR W FIBERMESH - 0'-0" A.F.F. 00 ° SEE ARCH O DETAILS 8" MIN U') ° a O O 8"x8" THICKENED Z W FTG AT STEP-DOWN, SEE VAPOR BARRIER (1) Fm < �/ PLAN W 0 ZLL 7 4 CURB STEP SECTION00 j L W w .I O cn 8" UNDER MASONRY WALL W W Z OCONCRETE SLAB W/ 6" UNDER WOOD WALL 6x6 W1.4 x W1.4 WWF I I OR FIBERMESH VARIES d SEE ARCH W W .- - no - -- -- � Fa (MAX 16") W W 12' MIN %\\/\\/\\/\\/\� V ILL LL VAPOR BARRIER \// ° d /% O Q Z 6" OPT. EXTENSION IN BRICK < 0 LOCATIONS ON FND PLAN O 12" UNDER 1 STORY WALL w/ � Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE V O a 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS Q W � J Abbott Park Q 5 GARAGE EXT WALL CURB SECTION O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE _j FOLLOWING OCCUR: Q LOT 014-03 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" - - w • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. } (D U) CONCRETE SLAB W/ 6x6 Q PROJECT NO uJ W1.4 x W1.4 WWF OR 0 0 2021.006632 FIBERMESH 0'-0" A.F.F. SEE ARCH Z - - - - - O - - -- DRAWN: (MAX 20" = JAR o U d ° ° ° I - ° d - -DEEP) -- 0 d . - d - - CHKD: 4" X MJ P U) 4" EXTENSION Q Q UNDER BRICK VENEER U ,�rrrrrri�ti��i 0 12" UNDER 1 STORY WALL ��% SjIN LqN� 14' U) W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER } �� J F9 �� (� •'CENS• .� Z m �� ,•'�,� F•'•, 40 16" UNDER 2 STORY WALL 0 NO 85166 w/ (3) #4 OR (2) #5 CONT W -- Z Doi* Signed by: : 0 6 BEARING CURB STEP SECTION W .0Q •', 3F4871DAC F43i. S......., C? �� TYPICAL REINFORCING z *'''S/O � N A\_ BARS AT THICKENED FOOTING, SEE PLAN O 05-18-2021 I I II MIN 24" LONG #4 OR #5 ~ W BAR SET AT MID -DEPTH II U REVISIONS: OF SLAB, TYP ALL RE-ENTRANT CORNERS f- 1 - Q No. Description Date W --- (n J - ---- - - - - -- - - - - - FRO USE SLAB - - O O Z RE-ENTRANT CORNER DETAIL U 00 (RECOMMENDED) W PLAN VIEW, DETAIL TYPICAL @ ALL I- RE -ENTRANT CORNERS X .qT.2 n W a Q CMl11METAl_ CONNECTOR ENGINEERING